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} <br /> `D.�. Randal t, Inc. <br /> TESTING LABORATORY <br /> 3210 Ad Art Rd. Sp.B8 <br /> --Stockton,CA. 95205 <br /> (209)931-0447 <br /> October 18, 1980 <br /> t <br /> Dan .Samuel, General Contractor <br /> 2191 Navy Drive <br /> Stockton, California 9.5206 <br /> _Attention: ..Dan Samuel <br /> Gentlemen: <br /> in :accordance with your request, we have performed a soil <br /> .and foundation engineering investigation for Bokides Truck- <br /> stop, a .proposed coercial •development approximately 7 miles <br /> -west of Lodi, in San Joaquin County, California. <br /> 'Three exploratory -pits were excavated on the site. Predomi- <br /> mately monexpansive silty _sand :for the near-surfaced soils <br /> were encountered. Below this, the soil grades gradually <br /> to coarse sand. -These foundation soils have low shear strength <br /> -and are slightly collapsible when saturated. It is our con- <br /> -clusion -that the structure can be supported by shallow foun- <br /> dation systems, with their design based on an allowable soil <br /> -bearing pressure of 2000 pounds per square foot. Specific <br /> details are presented in the attached report. <br /> 1f -you -have any questions, or we can be - of further service, <br /> please do not hesitate to contact us. <br /> .Respectfully submitted, <br /> . Randall, Inc. <br /> .David L. Randall <br /> President <br />